Rocking vibrations of a rigid embedded foundation in a poroelastic soil layer

被引：12
|
作者：
Hu, X. Q. [1 ]
Cai, Y. Q. [1 ,2 ]
Wang, J. [1 ]
Ding, G. Y. [1 ]
机构：
[1] Wenzhou Univ, Coll Architecture & Civil Engn, Wenzhou 325035, Peoples R China
[2] MOE Key Lab Soft Soils ond Geoenvironm Engn, Hangzhou 310058, Zhejiang, Peoples R China
来源：
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 2010年 / 30卷 / 04期
基金：
中国国家自然科学基金;
关键词：
Poroelasticity; Dynamic soil-structure interaction; Embedded foundation; Layered soil; HALF-SPACE;
D O I：
10.1016/j.soildyn.2009.09.007
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
An approximate analytical method is presented for the dynamic response of a rigid cylindrical foundation embedded in a poroelastic soil layer under the excitation of a time-harmonic rocking moment. The soil underlying the foundation base is represented by a single-layered poroelastic soil based on rigid bedrock while the soil along the side of the foundation is modeled as an independent poroelastic Stratum composed of a series of infinitesimally thin layers. The accuracy of the present solution is verified by comparisons with existing solutions obtained from other researchers. Numerical results for the rocking dynamic impedance and dynamic response factor are presented to demonstrate the influence of nondimensional frequency of excitation, poroelastic soil layer thickness, depth ratio of the foundation and internal friction of the poroelastic soil. (C) 2009 Elsevier Ltd. All rights reserved
引用
收藏
页码：280 / 284
页数：5
相关论文
共 50 条
  • [31] Vertical vibration of rigid strip footings on poroelastic soil layer of finite thickness
    Zheng, Changjie
    He, Yuze
    Kouretzis, George
    Ding, Xuanming
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 168
  • [32] Dynamic compliances of rigid foundation on layered poroelastic soils
    Keawsawasvong, Suraparb
    Senjuntichai, Teerapong
    Plangmal, Rawiphas
    4TH INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING AND MATERIALS SCIENCE (ICCEMS 2019), 2019, 652
  • [33] HARMONIC ROCKING OF RIGID BLOCK ON FLEXIBLE FOUNDATION.
    Aik-Siong Koh
    Spanos, Pol D.
    Roesset, Jose M.
    Journal of Engineering Mechanics, 1986, 112 (11) : 1165 - 1180
  • [34] Horizontal translation and rocking rotation of a rigid tubular foundation
    Abedzadeh, F
    Pak, RYS
    GEOTECHNIQUE, 1995, 45 (01): : 83 - 94
  • [35] Response analysis of rigid structures rocking on viscoelastic foundation
    Palmeri, Alessandro
    Makris, Nicos
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2008, 37 (07): : 1039 - 1063
  • [36] Soil-Rounding Effect on Embedded Rocking Foundation via Horizontal Slow Cyclic Tests
    Ko, Kil-Wan
    Ha, Jeong-Gon
    Park, Heon-Joon
    Kim, Dong-Soo
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2018, 144 (03) : 04018004
  • [37] Effects of flexibility on rocking impedance of deeply embedded foundation
    Saitoh, M
    Watanabe, H
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2004, 130 (04) : 438 - 445
  • [38] Analysis of vertical vibrations of a rigid foundation resting on saturated poroelastic half-space subjected to incident plane waves
    Wang, Peng
    Cai, Yuanqiang
    Zeng, Chen
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (09): : 1922 - 1928
  • [39] Rocking vibrations of a flexible plate with rigid core on saturated ground
    School of Civil Engineering, Zhejiang University, Hangzhou 310027, China
    Gongcheng Lixue, 2006, 8 (79-85):
  • [40] A note on the consolidation settlement of a rigid circular foundation on a poroelastic halfspace
    Kim, Jueun
    Selvadurai, A. P. S.
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2016, 40 (14) : 2003 - 2016
12345